CN112094078A - Preparation method of plant-mixed hot recycled asphalt mixture - Google Patents
Preparation method of plant-mixed hot recycled asphalt mixture Download PDFInfo
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- CN112094078A CN112094078A CN202010541852.7A CN202010541852A CN112094078A CN 112094078 A CN112094078 A CN 112094078A CN 202010541852 A CN202010541852 A CN 202010541852A CN 112094078 A CN112094078 A CN 112094078A
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/26—Bituminous materials, e.g. tar, pitch
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/16—Waste materials; Refuse from building or ceramic industry
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/20—Mortars, concrete or artificial stone characterised by specific physical values for the density
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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Abstract
The invention relates to the technical field of asphalt mixture preparation, and discloses a plant-mixed hot recycled asphalt mixture preparation method, which comprises the following steps: 1) preparing matrix asphalt and waste asphalt mixture which meet the requirements, and screening the waste asphalt mixture into coarse and fine groups of waste asphalt mixture; 2) detecting the asphalt content in the waste asphalt mixture, and checking the physical performance indexes of the thick and thin waste asphalt mixtures to determine the optimal mixing proportion of the thick and thin waste asphalt mixtures; 3) determining the amount of the new asphalt by combining the asphalt content in the waste asphalt mixture; 4) heating the matrix asphalt to 155 ℃, preheating the coarse and fine groups of waste asphalt mixtures in an oven for 4 hours, heating the new aggregate, mixing the heated matrix asphalt, the new aggregate, the new asphalt and the mineral powder into the coarse and fine groups of waste asphalt mixtures, mixing and stirring, and putting the mixture into the oven again for heating.
Description
Technical Field
The invention relates to the technical field of asphalt mixing preparation, in particular to a preparation method of a plant-mixed hot recycled asphalt mixture.
Background
At present, a lot of asphalt pavements laid in early period have serious diseases such as cracks, ruts, pits, looseness and the like, expressways built in last century also start to enter the reconstruction and expansion period and the major and middle repair period successively, a large amount of waste asphalt mixture is generated in the process of reconstructing and reconstructing the original pavement, and if the waste asphalt mixture is not recycled, a large amount of land is occupied, the surrounding ecological environment is polluted, and meanwhile, the waste asphalt mixture is a huge waste of non-renewable resources such as asphalt, stone and the like.
Disclosure of Invention
The invention aims to provide a preparation method of a hot mix plant recycling asphalt mixture, and aims to solve the problem that in the prior art, waste asphalt mixtures are not recycled, so that resources are wasted.
The invention discloses a method for preparing a plant-mixed hot recycled asphalt mixture, which comprises the following steps:
1) preparing matrix asphalt and waste asphalt mixture which meet the requirements, and screening the waste asphalt mixture into coarse and fine groups of waste asphalt mixture;
2) detecting the asphalt content in the waste asphalt mixture, and checking the physical performance indexes of the thick and thin waste asphalt mixtures to determine the optimal mixing proportion of the thick and thin waste asphalt mixtures;
3) determining the amount of the new asphalt by combining the asphalt content in the waste asphalt mixture;
4) heating the matrix asphalt to 155 ℃, preheating the coarse and fine groups of waste asphalt mixtures in an oven for 4 hours, heating the new aggregate, mixing the heated matrix asphalt, the new aggregate, the new asphalt and the mineral powder into the coarse and fine groups of waste asphalt mixtures, mixing and stirring, and putting the mixture into the oven again for heating.
Further, in the step 1), the sizes of the thick and thin two groups of waste asphalt mixtures are respectively 10-20 mm and 0-10 mm.
Further, in the step 1), the density, the crushing value, the needle sheet content and the water absorption of the thick and thin two groups of waste asphalt mixtures are respectively detected, and whether the thick and thin two groups of waste asphalt mixtures meet the design requirements is determined.
Further, in the step 2), the asphalt content of the coarse and fine groups of waste asphalt mixtures is measured by a combustion furnace method.
And further, washing, drying and screening the residues of the two groups of the waste asphalt mixtures with different thicknesses after combustion, and detecting the gradation of the two groups of the waste asphalt mixtures with different thicknesses.
Further, in the step 2), the thick and thin two groups of waste asphalt mixtures are mixed with a certain proportion of new aggregates and new asphalt according to different proportions, and GAC-20 synthetic gradation of the thick and thin two groups of waste asphalt mixtures under different mixing amounts is determined.
Further, by the formula: Pnd-Pa n1 (1-n) -Pb n2 (1-n) calculating new asphalt usage wherein:
a is the optimal oilstone ratio under the synthetic grading;
pa is the average oil phase of the waste asphalt mixture with the grade of 10-20 mm;
pb is the average oil petrifaction of 0-10 mm grade waste asphalt mixture;
n1 is the blending proportion of the recycled mixture 10-20 mm grade waste asphalt mixture;
n2 is the blending proportion of the recycled mixture of 0-10 mm grade waste asphalt mixture;
and n is the total blending proportion of the waste asphalt mixture of the regeneration mixture.
Further, taking out a part of the hot mix plant recycled asphalt mixture prepared by mixing to be used as a test piece of a Marshall test, compacting two sides of the test piece, and determining the mixing amount of the waste asphalt mixture through the Marshall test.
Further, a water immersion Marshall test and a freeze-thaw splitting test are adopted to respectively determine the residual stability and the freeze-thaw splitting strength ratio of the test piece of the Marshall test under different mixing amounts of the waste asphalt mixture.
Further, the test piece is cooled and placed in a constant-temperature water tank with the temperature of 20 +/-0.5 ℃ for curing for 20 hours, a steel ball is not added, the test piece is rotated for 300 revolutions at the speed of 30-33 r/min, and the scattering test of the regenerated asphalt mixture under different mixing amounts of the waste asphalt mixture is carried out.
Compared with the prior art, the preparation method of the plant-mixed hot-recycling asphalt mixture provided by the invention utilizes the recycling of the waste asphalt mixture to generate the new asphalt mixture, not only can greatly save the material cost generated by stone, asphalt and the like, but also can reduce the additional cost generated by waste material transportation and stacking treatment to a certain extent, applies the plant-mixed hot-recycling technology to recycle the waste asphalt mixture generated in the road renovation and reconstruction process to the newly-built road and maintenance engineering, not only effectively solves the environmental pollution problem caused by waste material stacking, simultaneously reduces the consumption of asphalt and sand in the mixture, saves stone resources and land resources, reduces the damage of stone mining to the environment, relieves the state of tense supply and demand of asphalt and stone, in addition, saves investment, reduces the engineering cost and improves the traffic capacity of the road on the premise of ensuring the engineering quality, the transportation cost is reduced, so that the application of the plant mixing heat regeneration technology meets the sustainable development strategy of China and the requirement of building an environment-friendly society, is beneficial to promoting the establishment of an energy-saving and emission-reducing mechanism, and has remarkable social benefit.
Drawings
FIG. 1 is a bar graph of the dynamic stability of a recycled asphalt mixture at different blending amounts of a waste asphalt mixture according to an embodiment of the present invention;
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. based on the orientation or positional relationship shown in the drawings, it is only for convenience of describing the present invention and simplifying the description, but it is not intended to indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms may be understood by those skilled in the art according to specific circumstances.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
Referring to FIG. 1, a preferred embodiment of the present invention is provided.
The plant-mixed hot recycled asphalt mixture preparation method is mainly used for a middle sole layer of a municipal road, and comprises the following preparation steps:
1) preparing a matrix asphalt and a waste asphalt mixture, wherein the prepared matrix asphalt needs to test a plurality of relevant parameters of the matrix asphalt, including penetration, softening degree, ductility, dynamic viscosity at 60 ℃ and a plurality of parameters detected by an aging test, and the relevant parameters are ensured to be within the technical requirements;
dividing the waste asphalt mixture into two groups of coarse and fine parts by adopting a sieve with 11mm sieve pores, wherein the sizes of the two groups of coarse and fine waste asphalt mixtures are respectively 10-20 mm and 0-10 mm;
because the asphalt content in the waste asphalt mixture plays a crucial role in the design of the mix proportion of the recycled asphalt mixture, the asphalt content in the waste asphalt mixture needs to be detected, and in the embodiment, the asphalt content of the coarse and fine waste asphalt mixtures is determined by a combustion furnace method, so that the subsequent mixing is convenient;
furthermore, because the asphalt pavement is subjected to comprehensive action of load and environment in the long-term service process, aggregate in the mixture can be damaged in different degrees, and mechanical force action in the processes of milling, digging, screening and the like can all cause irreversible influence on the performance of the aggregate, so that residues of two groups of waste asphalt mixtures with different thicknesses after combustion are washed, dried and screened, the gradation is detected, whether the waste asphalt mixtures have recycling values or not is determined, the recycling value is high, and the effect of the prepared recycled asphalt mixture is better.
Furthermore, main physical performance indexes of the thick and thin two groups of waste asphalt mixtures are detected, including the detection of indexes such as density, crushing value, needle sheet content, adsorbability and water absorption rate, and the design of subsequent proportioning tests is facilitated through the detection of various performances of the matrix asphalt and the waste asphalt mixtures.
2) Determining the optimal mixing proportion of the coarse and fine waste asphalt mixtures through a proportioning test;
selecting a plurality of different waste asphalt mixture mixing amounts to carry out a proportioning test, determining the GAC-20 synthetic grading under different waste asphalt mixture mixing amounts, and correspondingly adjusting the mixing amounts of other added materials under the condition of changing different waste asphalt mixture mixing amounts so as to ensure that the synthetic grading is close to the GAC-20 target grading;
further, determining the consumption of new asphalt; when the new asphalt dosage is determined, the asphalt content in the waste asphalt mixture needs to be comprehensively considered, meanwhile, the influence of the reduction of the original asphalt aging use performance of the waste asphalt mixture is considered, and the new asphalt dosage is calculated according to the formula (1):
Pnd＝A％-Pa*n1*(1-n)-Pb*n2*(1-n) (1)
in the formula: pndNew asphalt dosage as a regeneration mixture;
a is the optimal oilstone ratio under the synthetic grading;
Pathe average oil of the waste asphalt mixture is 10-20 mm;
Pbaverage oil petrifaction of 0-10 mm grade waste asphalt mixture;
n1the mixing proportion of the regenerated mixture is 10-20 mm grade waste asphalt mixture;
n2the mixing proportion of the regenerated mixture is 0-10 mm grade waste asphalt mixture;
and n is the total blending proportion of the waste asphalt mixture of the regeneration mixture.
4) After the proportioning design of each raw material is finished, the preparation is carried out: firstly heating the matrix asphalt to 155 ℃, preheating the coarse and fine groups of waste asphalt mixtures in a drying oven at 110 ℃ for 4 hours, heating the new aggregate to 180 ℃, mixing the fillers and other materials in the same manner according to a conventional mixture, and then mixing the heated matrix asphalt, the new aggregate, the new asphalt and the mineral powder into the coarse and fine groups of waste asphalt mixtures.
The filler comprises mineral powder which is required to be dry and clean and can freely flow out of a storage bin, and the asphalt can form an oil film only after being adsorbed on the surface of the mineral powder, so that the asphalt has a large cohesive force and can generate an adhesion effect with other coarse and fine aggregates.
The preparation method of the plant-mixed hot-recycling asphalt mixture utilizes the recycling of the waste asphalt mixture to generate the new asphalt mixture, not only can greatly save the material cost generated by stone, asphalt and the like, but also can reduce the additional cost generated by waste material transportation and stacking treatment to a certain extent, applies the plant-mixed hot-recycling technology to recycle the waste asphalt mixture generated in the road renovation and reconstruction process to newly build a road and maintain the engineering, not only effectively solves the problem of environmental pollution caused by waste material stacking, simultaneously reduces the consumption of asphalt and gravel in the mixture, saves stone resources and land resources, reduces the damage of stone mining to the environment, relieves the state of shortage of supply and demand of asphalt and stone, in addition, on the premise of ensuring the engineering quality, saves investment and reduces the engineering cost, improves the traffic capacity of the road, reduces the transportation cost, therefore, the application of the plant mixing heat regeneration technology meets the sustainable development strategy of China and the requirement of building an environment-friendly society, is beneficial to promoting the establishment of an energy-saving and emission-reducing mechanism, and has remarkable social benefit.
In the embodiment, 5 groups of samples are selected to detect the asphalt content of the thick and thin two groups of waste asphalt mixtures, and the determination results are determined by a combustion furnace method as shown in the following table 1:
TABLE 1 asphalt content detection of coarse and fine two-group waste asphalt mixture
As can be seen from table 1, the deviation of the asphalt content of the waste asphalt mixture is not large, various physical indexes of the recycled waste asphalt mixture in the service process are not changed greatly, the stone still has a large recycling value, and the average value of the detection data is taken as the representative value of the asphalt content of the two groups of waste asphalt mixtures, namely the asphalt.
And (3) washing, drying and screening the residue of the waste asphalt mixture with the thickness of two grades after combustion, and inspecting the gradation of the residue as shown in table 2:
TABLE 2 grading test of two grades of waste asphalt mixture with different thicknesses
In order to compare the performance difference of the hot plant mix recycled asphalt mixture under different mixing amounts of the waste asphalt mixture, a basis is provided for determining a reasonable mixing amount of the waste asphalt mixture, and the quality of the hot plant mix recycled asphalt mixture is effectively controlled.
In this embodiment, 4 different blending amounts (i.e., 20%, 30%, 40%, and 50%) of the waste asphalt mixture are selected to perform a mix proportion test, the synthetic grading of GAC-20 under different blending amounts of the waste asphalt mixture is shown in table 3, after the blending amount of the waste asphalt mixture is changed, the relative proportions of other materials are adjusted to ensure that the synthetic grading is close to the target grading of GAC-20, and the usage ratios of the materials of different grades under different blending amounts are shown in table 3:
TABLE 3 GAC-20 synthetic gradation under different blending amounts of waste asphalt mixture
After the mixing amount of the waste asphalt mixture (RAP) is changed, the relative proportion of other materials is adjusted to ensure that the synthetic grading is close to the GAC-20 target grading, and the use ratio of the materials of each grade under different mixing amounts is shown in Table 4.
TABLE 4 proportion of each grade of material used in different blending amounts of waste asphalt mixture
And respectively forming a Marshall test piece and a rutting test piece according to the target mixing ratio under the calculated asphalt using amount, and detecting related performance indexes.
As shown in the following table 5, the results of the performance test of the marshall test piece of the recycled asphalt mixture under different mixing amounts of the waste asphalt mixture are shown:
TABLE 5 Performance test results of Marshall test piece of recycled asphalt mixture under different mixing amounts of waste asphalt mixture
As can be seen from the test data, when the RAP mixing amount is 30%, each volume index of the regeneration mixture basically can meet the standard requirement.
Compared with the common asphalt mixture, the volume performance of the regenerated asphalt mixture is not greatly changed after the waste asphalt mixture is mixed, and the volume performance can meet the standard requirement.
Previous series of studies on the GAC-20 mix ratio showed: the optimum oilstone ratio was 4.8% at the synthetic grading shown in Table 3. When the mixing proportion of the recycled asphalt mixture is designed and calculated, old asphalt contained in the waste asphalt mixture needs to be comprehensively considered, meanwhile, the influence of the reduction of the original asphalt aging use performance of the waste asphalt mixture is properly considered, the mixing proportion of the waste asphalt mixture is 30%, the mixing proportion of the recycled mixture asphalt is calculated, wherein the mixing proportion Pnd is 4.8% -4.7% multiplied by 12% multiplied by 1-30%, -6.74% multiplied by 18% (1-30%) multiplied by 3.56%, and the like.
In the embodiment, the high-temperature stability of the hot-mix recycled asphalt mixture is evaluated by a rutting test, wherein the rutting test is to measure the rutting deformation rate formed by the reciprocating walking of a test wheel under the specified temperature and load conditions of a test piece and is expressed by the dynamic stability; the test piece of the rutting test is a plate test piece of 300mm multiplied by 50mm, the test temperature is 60 ℃, the wheel pressure is 0.7MPa, the test result is shown in figure 1, and figure 1 shows the dynamic stability of the regenerated asphalt mixture under different mixing amounts of the waste asphalt mixture.
In this embodiment, a soaking marshall test and a freeze-thaw splitting test are adopted to respectively determine the residual stability and the freeze-thaw splitting strength ratio TSR of the test piece of the marshall test under different mixing amounts of the waste asphalt mixture, so as to evaluate the water stability of the recycled asphalt mixture, and the water stability test results of the recycled asphalt mixture under different mixing amounts of the waste asphalt mixture are shown in table 6:
TABLE 6 test results of water stability test of recycled asphalt mixture under different mixing amounts of waste asphalt mixture
The test results show that the anti-rutting capability of the regenerated asphalt mixture is superior to that of the common asphalt mixture, and the anti-rutting capability of the regenerated asphalt mixture is enhanced along with the increase of the mixing amount of the waste asphalt mixture, so that the high-temperature stability is better; along with the reduction of the mixing amount of the waste asphalt mixture in the regenerated asphalt mixture, the water stability of the mixture is better and better.
The Kentusburg scattering test is used for evaluating the degree of scattering of aggregates on the surface of a pavement due to the fact that the adhesion is insufficient when the amount of asphalt is insufficient and the aggregates fall off under the action of traffic load, and is an important index of the adhesion of the aggregates and asphalt cement; the method is characterized in that a test piece of a Marshall test is rotated and impacted for a specified number of times in a los Angeles testing machine, and the mass percentage of scattered materials of the asphalt mixture test piece is expressed.
Considering that the asphalt contained in the waste asphalt mixture is already in service for years and can age in different degrees under the environmental conditions of air, rainwater, sunlight and the like, the asphalt bonding performance is possibly reduced, and aggregate falling, particle falling and scattering are caused, so that the reasonability of the amount of the new asphalt in the regenerated mixture is further verified by adopting a Kentunberg scattering test in the embodiment; after being cooled, a test piece of the Marshall test of the regenerated mixture is placed in a constant-temperature water tank with the temperature of 20 +/-0.5 ℃ for curing for 20 hours, a steel ball is not added, the test piece is rotated for 300 turns at the speed of 30-33 r/min, and the scattering test results of the regenerated asphalt mixture under different mixing amounts of the waste asphalt mixture are shown in the table 7:
TABLE 7 results of testing the fly-away test of the regenerated asphalt mixture with different RAP mixing amounts
As can be seen from table 7, after the waste asphalt mixture materials are mixed, the scattering loss rate of the regenerated asphalt mixture is very low (below 6%), and the scattering loss rate of the regenerated mixture is gradually increased along with the increase of the mixing amount of the waste asphalt mixture, which indicates that the bonding property between asphalt and aggregate is gradually weakened along with the increase of the mixing amount of the waste asphalt mixture; therefore, the mixing amount of the waste asphalt mixture should be strictly controlled in the hot plant mix regeneration process.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The preparation method of the plant-mixed hot recycled asphalt mixture is characterized by comprising the following steps:
1) preparing matrix asphalt and waste asphalt mixture which meet the requirements, and screening the waste asphalt mixture into coarse and fine groups of waste asphalt mixture;
2) detecting the asphalt content in the waste asphalt mixture, and checking the physical performance indexes of the thick and thin waste asphalt mixtures to determine the optimal mixing proportion of the thick and thin waste asphalt mixtures;
3) determining the amount of the new asphalt by combining the asphalt content in the waste asphalt mixture;
4) heating the matrix asphalt to 155 ℃, preheating the coarse and fine groups of waste asphalt mixtures in an oven for 4 hours, heating the new aggregate, mixing the heated matrix asphalt, the new aggregate, the new asphalt and the mineral powder into the coarse and fine groups of waste asphalt mixtures, mixing and stirring, and putting the mixture into the oven again for heating.
2. The method for preparing the hot mix plant recycling asphalt mixture according to claim 1, wherein in the step 1), the sizes of the thick and thin waste asphalt mixtures are 10-20 mm and 0-10 mm respectively.
3. The method for preparing the hot mix plant recycling asphalt mixture according to claim 1, wherein in the step 1), the density, the crushing value, the pin sheet content and the water absorption of the thick and thin two groups of waste asphalt mixtures are respectively detected to determine whether the thick and thin two groups of waste asphalt mixtures meet the design requirements.
4. The method for preparing hot mix in plants according to any one of claims 1 to 3, wherein in step 2), the asphalt content of the waste asphalt mixture in the two groups of coarse and fine is determined by a combustion furnace method.
5. The method for preparing the hot mix plant recycling asphalt mixture according to claim 4, wherein the burned waste asphalt mixture residues with the thickness of two groups are washed with water, dried and screened, and the gradation of the waste asphalt mixtures with the thickness of two groups is detected.
6. The method for preparing hot mix plant recycling asphalt mixture according to any one of claims 1 to 3, wherein in the step 2), the thick and thin two groups of waste asphalt mixtures are mixed with a certain proportion of new aggregate and new asphalt according to different proportions, and the GAC-20 synthetic gradation of the thick and thin two groups of waste asphalt mixtures under different mixing amounts is determined.
7. The method for preparing hot mix plant mix reclaimed asphalt according to any of claims 1 to 3, characterized by the following formula: Pnd-Pa n1 (1-n) -Pb n2 (1-n) calculating new asphalt usage wherein:
a is the optimal oilstone ratio under the synthetic grading;
pa is the average oil phase of the waste asphalt mixture with the grade of 10-20 mm;
pb is the average oil petrifaction of 0-10 mm grade waste asphalt mixture;
n1 is the blending proportion of the recycled mixture 10-20 mm grade waste asphalt mixture;
n2 is the blending proportion of the recycled mixture of 0-10 mm grade waste asphalt mixture;
and n is the total blending proportion of the waste asphalt mixture of the regeneration mixture.
8. The method for preparing the hot mix plant recycling asphalt mixture according to any one of claims 1 to 3, wherein a part of the hot mix plant recycling asphalt mixture prepared by mixing is taken out to be used as a test piece of a Marshall test, the test piece is subjected to double-sided compaction, and the mixing amount of the waste asphalt mixture is determined through the Marshall test.
9. The method for preparing the hot mix plant recycling asphalt mixture according to claim 8, wherein the water immersion marshall test and the freeze-thaw splitting test are adopted to respectively determine the residual stability and the freeze-thaw splitting strength ratio of the test piece of the marshall test under different mixing amounts of the waste asphalt mixture.
10. The preparation method of the hot mix plant recycling asphalt mixture according to claim 8, characterized by cooling the test piece, placing the test piece in a constant temperature water tank with 20 ℃ +/-0.5 ℃ for curing for 20 hours, rotating the test piece at a speed of 30-33 r/min for 300 revolutions without adding steel balls, and performing a scattering test of the recycling asphalt mixture under different mixing amounts of the waste asphalt mixture.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114093439A (en) * | 2021-11-03 | 2022-02-25 | 群康(上海)新材料科技有限公司 | Design method of plant-mixed hot recycled asphalt mixture with high proportion RAP |
| CN115818996A (en) * | 2022-10-28 | 2023-03-21 | 山西晋北高速公路养护有限公司 | Treatment method of waste asphalt mixture, regenerated asphalt mixture and preparation method thereof |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110331637A (en) * | 2019-07-09 | 2019-10-15 | 深圳市市政工程总公司 | The fine sorting reuse method of road milling asphalt waste |
-
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Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110331637A (en) * | 2019-07-09 | 2019-10-15 | 深圳市市政工程总公司 | The fine sorting reuse method of road milling asphalt waste |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114093439A (en) * | 2021-11-03 | 2022-02-25 | 群康(上海)新材料科技有限公司 | Design method of plant-mixed hot recycled asphalt mixture with high proportion RAP |
| CN114093439B (en) * | 2021-11-03 | 2022-11-22 | 上海群康沥青科技股份有限公司 | Design method of plant-mixed hot recycled asphalt mixture with high proportion RAP |
| CN115818996A (en) * | 2022-10-28 | 2023-03-21 | 山西晋北高速公路养护有限公司 | Treatment method of waste asphalt mixture, regenerated asphalt mixture and preparation method thereof |
| CN115818996B (en) * | 2022-10-28 | 2024-02-23 | 山西晋北高速公路养护有限公司 | Treatment method of waste asphalt mixture, regenerated asphalt mixture and preparation method of regenerated asphalt mixture |
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